Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMS

Author:

Di Benedetto S.,Latour M.ORCID,Rizzano G.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference83 articles.

1. Johnstone ND, Walpole WR. Bolted End-Plate Beam to Column Connections under Earthquake type Loading, Research Report 81-7, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1981.

2. Bursi OS. Behaviour of High Strength Bolts in Beam-to-Column Connections, Proc. Of Applied Stress Analysis Conference, Nottingham, August 1990.

3. Simek I, Wald F. Test Results of End Plate Beam-to-Column Connections, CTU, G-1121 Report, Prague, 1991.

4. Comparative tests on end plate beam-to-column connections;Aggarwal;J Constr Steel Res,1994

5. De Luca A, De Martino A, Pucinotti R, Puma G. Semirigid top and seat angle connections: review of experimental data and comparison with Eurocode 3, C.T.A., Italian Conference on Steel Construction, Riva del Garda, October 1995.

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